‘2D Nonlinear seismic ground analysis by FEM-BEM: The case of Kobe in the Hyogo-ken Nanbu earthquake’ Journal of Structural Mech. and Earthq. Eng., JSCE, No. 584/ I-42, Vol. 15 (1), pp. 19s-27s.
• 1998
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Authors
Takemiya, H.; Adam, M.
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publication.type
International
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Abstract
The Hyogo-ken Nanbu Earthquake (Jan. 17, 1995) caused devastating damages in and around Kobe city. Noteworthy is the fact that the heaviest damages of JMA intensity 7 were centered in the so-called disaster belt zone along the coast. The authors, focusing on the geological features in a north-south section of Kobe, have performed the computer simulation for the 2-dimensional in-plane seismic (P and
SV) wave propagation based on the FEM-BEM hybrid modeling. The nonlinear soil behavior was emphasized to better interpret the soft alluvium amplification that depends on the given distribution of soil properties in Kobe.
SV) wave propagation based on the FEM-BEM hybrid modeling. The nonlinear soil behavior was emphasized to better interpret the soft alluvium amplification that depends on the given distribution of soil properties in Kobe.
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